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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC HIMACHAL PRADESH HP | L1 | Accepted-AOC Accept | |
| 2 | L2₹25.5 L+₹3.4 L (15.3%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹23.0 L+₹85,798 (3.88%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | L4₹23.0 L+₹86,707 (3.92%)Rejected-AOC | L4 | Rejected-AOC Reject | |
| 5 | L5₹25.4 L+₹3.3 L (15.0%)Rejected-AOC VILLAGE P O HARIPUR SANDHOLI TEHSIL BADDI DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L5 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | Rajender Thakur L8 | NITIN SHARMA CONTRACTOR L7 | GIRISH THAKUR L2 | sachin sharma L4 | DALEEP TOMAR L3 | GIAN SHARMA GOVT CONTRECTOR L6 | kamal kumar L5 | Rohit Kumar L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead as per direction of Engineer-in-charge : 15.9.1 In lime mortar | 5.4 | sqm | 400 ₹2,160 | 177 ₹955.8 | 800 ₹4,320 | 100 ₹540 Lowest | 200 ₹1,080 | 850 ₹4,590 | 400 ₹2,160 | 2,000 ₹10,800 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead and lift. 2.8.1 All kinds of soil. | 88.54 | Cum | 200 ₹17,708 | 177 ₹15,671.58 Lowest | 300 ₹26,562 | 200 ₹17,708 | 185 ₹16,379.9 | 300 ₹26,562 | 250 ₹22,135 | 300 ₹26,562 |
| 3.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead and lift . 2.9.1 Ordinary rock | 37.94 | Cum | 250 ₹9,485 | 177 ₹6,715.38 | 400 ₹15,176 | 250 ₹9,485 | 152 ₹5,766.88 Lowest | 360 ₹13,658.4 | 250 ₹9,485 | 350 ₹13,279 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.10 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) | 31.64 | Cum | 4,650 ₹1,47,126 | 3,407 ₹1,07,797.48 | 3,500 ₹1,10,740 | 3,300 ₹1,04,412 | 3,100 ₹98,084 Lowest | 3,400 ₹1,07,576 | 3,700 ₹1,17,068 | 3,500 ₹1,10,740 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 339 | sqm | 350 ₹1,18,650 | 277 ₹93,903 | 150 ₹50,850 | 160 ₹54,240 | 128 ₹43,392 Lowest | 300 ₹1,01,700 | 300 ₹1,01,700 | 300 ₹1,01,700 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.5 1:3:6 (1 cement : 3 coarse sand) : 6 graded
stone aggregate 20 mm nominal size) | 355.95 | cum | 6,400 ₹22,78,080 | 6,207 ₹22,09,381.65 | 5,000 ₹17,79,750 | 4,800 ₹17,08,560 | 5,500 ₹19,57,725 | 5,600 ₹19,93,320 | 5,650 ₹20,11,117.5 | 4,550 ₹16,19,572.5 Lowest |
| 7.00 | Item 68 Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 | 339 | Each | 200 ₹67,800 | 104 ₹35,256 | 120 ₹40,680 | 300 ₹1,01,700 | 100 ₹33,900 Lowest | 250 ₹84,750 | 150 ₹50,850 | 200 ₹67,800 |
| 8.00 | Item 69 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material | 84.75 | cum | 1,200 ₹1,01,700 | 497 ₹42,120.75 Lowest | 1,000 ₹84,750 | 1,200 ₹1,01,700 | 550 ₹46,612.5 | 990 ₹83,902.5 | 980 ₹83,055 | 1,500 ₹1,27,125 |
| 9.00 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. | 131.88 | cum | 450 ₹59,346 | 357 ₹47,081.16 Lowest | 900 ₹1,18,692 | 1,500 ₹1,97,820 | 700 ₹92,316 | 1,000 ₹1,31,880 | 1,080 ₹1,42,430.4 | 1,000 ₹1,31,880 |
Tender Value
₹30.5 L
EMD Value
₹30,470
Closing Date
30 Aug 2025, 2:00 pmClosed
Sr. Executive EngineerMaintenance Division HPSEBL
Er Balam Sharma Sr. Executive EngineerMaintenance Division HPSEBL
Construction of Retaining wall behind Block I and III Vidyut Bhawan complex HPSEBL Shimla 4 for the year 2025 26
2025_HPSEB_112713_1
XEN-MD-KH-DB-15/ 2025-26
Open Tender
Repair and Maintenance Services
Turn-key
90 days
Kumar House Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,190
₹30,470
28 Oct 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
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